Failure mechanism of gently inclined shallow landslides along the soil-bedrock interface on ring shear tests
Author:
Funder
National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Subject
Geology,Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s10064-021-02171-z.pdf
Reference37 articles.
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2. Bacas BM, Konietzky CJ (2015) Shear strength behavior of geotextile/geomembrane interfaces. J Rock Mech Geotech Eng 6:638–645
3. Bhat DR, Yatabe R (2015) Effect of shearing rate on residual strength of landslide Soils. In: G. Lollino et al. (eds.). Engineering geology for society and territory 2:1211–1215
4. Bishop AW, Green GE, Garga VK, Andresen A, Brown DJ (1971) A new ring-shear apparatus and its application to the measurement of residual strength. Géotechnique 4:273–328
5. Bromhead EN (2013) Reflections on the residual strength of clay soils, with special reference to bedding-controlled landslides. Q J Eng Geol Hydrogeol 2:132–155
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